The length accuracy requirement of the cables of reflector of five-hundred-meter aperture spherical radio telescope (FAST) is extremely high, which reaches up to ±1 mm and 1/10000 of cable length. The method of over tensioning and adjusting the cable length under constant temperature is put forward. The special cable structure for length adjustment, stabilization measure for cable length, measuring and control system and the technology and process for adjusting cable length are introduced in detail; and the measurement errors caused by various factors are calculated and corrected. Through the process test, design lengths, measured lengths and length errors of 48 cables selected from 16 kinds of specifications used in the FAST project were statistical analyzed and the results show that all the length errors of cable are less than ±1 mm and are conformed to the normal distribution, which meet the acceptance criteria of the cable network of FAST project.
ZHU Wanxu
,
DENG Lijiao
,
HUANG Ying
,
OU Jinping
. Design and Process Control of Cable Length with Millimeter Accuracy of FAST Project[J]. Journal of Mechanical Engineering, 2017
, 53(17)
: 17
-22
.
DOI: 10.3901/JME.2017.17.017
[1] 沈世钊,范峰,钱宏亮. FAST主动反射面支承结构总体方案研究[J]. 建筑结构学报, 2010, 31(12):1-8. SHEN Shizhao, FAN Feng, QIAN Hongliang. Research on support structure scheme or active reflector of FAST[J]. Journal of Building Structures, 2010, 31(12):1-8.
[2] 朱万旭,李长乐,张国强,等. 国家天文台500m口径天文望远镜索网安装施工[J]. 施工技术, 2016, 45(14):51-53. ZHU Wanxu, LI Changle, ZHANG Guoqiang, et al. The installation of 500 m diameter astronomical telescope cable network for national astronomical observatories[J]. Construction Technology, 2016, 45(14):51-53.
[3] 金晓飞,范峰,沈世钊. 巨型射电望远镜(FAST)反射面支承结构参数敏感性分析[J]. 土木工程学报, 2010, 43(2):12-19. JIN Xiaofei, FAN Feng, SHEN Shizhao. Parameter sensitivity analysis of the cable-net structure supporting the reflector of a larger radio telescope-FAST[J]. Civil Engineering Journal, 2010, 43(2):12-19.
[4] GB/T18365-2001. 斜拉桥热挤聚乙烯高强钢丝拉索技术条件[S]. 2001. GB/T18365-2001. Technical conditions for hot-extruding PE protection high strength wire cable of cable-stayed bridge[S]. 2001.
[5] 郭彦林,田广宇,张博浩. 基于一次二阶矩可靠度指标的车辐式结构索长误差控制限值研究[J]. 材料科学与工程学报, 2010, 27(4):69-77. GUO Yanlin, TIAN Guangyu, ZHANG Bohao, et al. Research on deviation control of cable's length in spoke structures based on first-order-second-moment reliability index[J]. Journal of Architecture and Civil Engineering, 2010, 27(4):69-77.
[6] 赵平,孙善星,周文胜. 索长误差对索穹顶结构初始预应力分布的敏感性分析[J]. 建筑技术, 2013, 44(7):638-640. ZHAO Ping, SUN Shanxing, ZHOU Wensheng. Analysis on sensitivity of cable length error to initial prestress distribution on cabled dome structure[J]. Architecture Technology, 2013, 44(7):638-640.
[7] 谷川,杨玉泉. 吊杆、索长精确测量方法研究[J]. 城市道桥与防洪, 2009, 12:113-116, 21. GU Chuan, YANG Yuquan. Study of exact measuring methods for suspender and cable length[J]. City Bridge and Flood Control, 2009, 12:113-116, 21.
[8] 马如进,张其林,陈鲁,等. 频率法测量拉索索力中钢索计算长度的理论与试验研究[C]//第三届全国钢结构工程技术交流会论文集, 2010:5. MA Rujin, ZHANG Qilin, CHEN Lu, et al. Test research and in mess calculation length theory of steel cable cable-force with frequency method[C]//Proceedings of The Third Session of The National Steel Structure Engineering Technology Exchange Meeting, 2010:5.
[9] 曹海滨,郝景雨,蔡志娥,等. 斜拉桥拉索无应力长度的算法研究[J]. 中南公路工程, 2004(2):45-47. CAO Haibin, HAO Jingyu, CAI Zhier, et al. Algorithm for calculating non-stress length of cable for cable-stayed bridges[J]. Central South Highway Engineering, 2004(2):45-47.
[10] 宋郁民,吴定俊,薛炳勇. 斜拉桥柔性拉索无应力索长的精确计算[J]. 施工技术, 2011(3):42-43, 47. SONG Yumin, WU Dingjun, XUE Bingyong. Precise calculation of unstressed flexible cable length in cable-stayed bridge[J]. Construction technology, 2011(3):42-43, 47.
[11] 程旭平, 陈炜锋. 重庆江津观音岩长江大桥斜拉索制造长度控制[J]. 公路交通技术, 2009(6):85-87. CHENG Xuping, CHEN Weifeng. Control for fabrication length of stay cables in Guanyinyan Yangtze River Bridge in Jiangjin Chongqing[J]. Technology of Highway and Transport, 2009(6):85-87.
[12] 刘立军. 初始应力对预应力钢绞线松弛率影响的试验研究[J]. 金属制品, 2000, 26(1):41-42. LIU Lijun. Test research for the effect of initiative stress on relaxation rate of PC steel strand[J]. Metal Products, 2000, 26(1):41-42.
[13] 国际预应力混凝土协会. CBE-FIP样本规范[S]. 1990. FIP. CBE-FIP Model Code[S]. 1990.
[14] 陈志华,刘占省. 拉索线膨胀系数试验研究[J]. 建筑材料学报, 2010, 13(5):626-631. CHEN Zhihua, LIU Zhansheng. Experimental research of linear thermal expansion coefficient of cables[J]. Journal of Building Material, 2010, 13(5):626-631.